HomeMy WebLinkAboutMiscellaneous - Exception (261)PLAN REVIEW CHECKLIST
ADDRESS !f / zlya,gLLS �T ENGINEER
GENERAL
3 COPIES L,-' STAMP 1,� LOCUS I-" NORTH ARROW -(--' SCALE (,/
CONTOURSt� PROFILE SECTION ✓� BENCHMARK c/ SOIL &
PERC INFO ;X ELEVATIONS WETS. DISCLAIMER WELLS &
WETLANDS L,-"' WATERSHED?_�O DRIVEWAYElev) WATER LINE
FDN DRAIN i/ SCH40 /.--. TESTS CURRENT? Jg9A
SEPTIC TANK
MIN 150OG L//""
/ .17 INVERT DROP ,� GARB. GRINDER(+200% EDF)
25' TO CELLAR L,-' TO GRADE ELEV GW
D -BOX
SIZE # LINES FIRST 2' LEVEL STATEMENT
INLET//5 - OUTLET % % = o/ (2" OR .17 FT) TEE REQ'D?NO
LEACHING
MIN 660 GPD? RESERVE AREA &�-' 4' FROM PRIMARY? L,-�2% SLOPE_
100' TO WETLANDS..k 100' TO WELLS C/ 4' TO S.H.GW
35' TO FND & INTRCPTR DRAINS325' TO SURFACE H2O SUPP /\
4' PERM. SOILBELOWFACILITYy MIN 12" COVER -' FILL? � (25'
if above natural elev; 101if below) BREAKOUT MET. .
TRENCHES
MIN 660 gpd Z SLOPE (min .005 or 6"/1001) >31COVER?-VENT
SIDEWALL DIST. 2.X EFF. W OR D (MIN 61) IS RESERVE BETWEEN
TRENCHES? IN FILL?MUST BE 101 MIN. 77��4"�'PEA STONE?-6c-
BOT
TONE?�
BOT X LDNG a�8'vQQ + SIDE X LDNG`�6D = TOT
(L x W x #) (G/ft2) (DxLx2x#) (G/ft2)
Copyright 0 1993 by S.L. Starr